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Home My WebLink AboutLZC202300003 Correspondence 2023-01-27ALTA/NSPS LAND TITLE SURVEY OF LOT 2 SECTION 1E NORTH POINTE SUBDIVISION ALSO KNOWN AS TAX MAP 32 PARCEL 23132 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA SCALE: 1" = 40' NAVD '88 VERTICAL DATUM SEPTEMBER 22, 2022 REVISED: OCTOBER 20, 2022 1�71�cY8I43:Y. OWNER: NORTH POINTE CHARLOTTESVILLE, LLC ADDRESS: 2619 HYDRAULIC ROAD CHARLOTTESVILLE, VIRGINIA 22901 VESTING DEED: D.B. 5432 P. 396 INST12022-10324 PLAT INST12022-9740 PLAT INST12022-6735 PLAT INST12022-1742 PLAT D.B. 5627 P. 227 PLAT D.B. 5609 P. 135 PLAT SCHEDULE B-II TITLE EXCEPTIONS D.B. 5209 P. 15 SWM (EX.2) (AFFECTS, NOT PLOTTABLE.) D.B. 5475 P. 72 VEPCO (EX.3) (AFFECTS, AS SHOWN HEREON.) D.B. 5553 P. 585 VEPCO (EXA) (DOES NOT AFFECT.) D.B. 5609 P. 32 C&R (EX.5) (AFFECTS, NOT PLOTTABLE.) D.B. 5609 P. 102 STORM (EX.6) (AFFECTS, NOT PLOTTABLE.) D.B. 5609 P. 129 ACSA (EX.7) (AFFECTS, NOT PLOTTABLE.) D.B. 5627 P. 195 C&R (EX.8) (AFFECTS, AS SHOWN HEREON.) INST12022-4834 C&R (EX.8) (AFFECTS, NOT PLOTTABLE.) INST12022-6918 C&R (EX.8) (AFFECTS, NOT PLOTTABLE.) INST12022-10016 C&R (EX.8) (AFFECTS, NOT PLOTTABLE.) D.B. 5627 P. 233 DRAINAGE (EX.9) (AFFECTS, NOT PLOTTABLE.) D.B. 5627 P. 249 DRAINAGE (EX.10) (AFFECTS, NOT PLOTTABLE.) D.B. 5627 P. 258 ACSA (EX.11) (AFFECTS, NOT PLOTTABLE.) D.B. 5634 P. 600 PED. TUNNEL (EX.12) (AFFECTS, NOT PLOTTABLE.) INST12022-10324 ACSA (EX.13) (AFFECTS, AS SHOWN HEREON.) ADDITIONAL REFERENCES D.B. 5609 P. 86 DRAINAGE & SIGHT EASEMENT (AFFECTS, AS SHOWN HEREON.) INST12022-1742 ALB. COUNTY (AFFECTS, AS SHOWN HEREON.) INST12022-1743 ALB. COUNTY (AFFECTS, NOT PLOTTABLEJ INST12022-6735 ALB. COUNTY (AFFECTS, AS SHOWN HEREON.) INST12022-10015 SWM (AFFECTS, NOT PLOTTABLE.) a i 1 IOBSERVED EVIDENCE OF RECENT EARTH MOVING WORK. I NO OBSERVED EVIDENCE OF RECENT BUILDING CONSTRUCTION. I NO OBSERVED EVIDENCE OF RECENT BUILDING ADDITIONS. OBSERVED EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR 1 REPAIRS. I OBSERVED EVIDENCE OF UNDERGROUND UTILITIES EXISTING ON OR SERVING po THE SURVEYED PROPERTY. //S �o ^�h NO OBSERVED EVIDENCE OF CEMETERY OR GRAVESITE ON THIS PROPERTY 04800 �6 1 I NO OBSERVED EVIDENCE OF THIS SITE BEING USED AS A SOLID WASTE DUMP,SDIAH I SUMP OR SANITARY LANDFILL 466.47 I I I NO OBSERVED EVIDENCE OF THIS SITE HAVING HAD A WETLANDS DELINEATION 30"RCP IN=459321EASTI . 30"RCP OUT=a5s.z2 IU I I BY A QUALIFIED SPECIALIST. SSMH 461.52 10"PVC OUT=447.74 SDMH 449.92 30"RCP IN=443.45 30"RCP OUTIRECESSED) CL=435.84 THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE REPORT 1o"PV IN=aa5.62 PROVIDED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY 10• C IN=aa5.62 12- VC OUT=4 . 5 COMMITMENT 9 VAC000586 EFFECTIVE DATE: SEPTEMBER 5, 2022 / SSMH 450.67 12"PVC OUT=444. 45.22 12"PVC OUT=444.981NORTHWEST LEGEND: CMP = CORRUGATED METAL PIPE FH = FIRE HYDRANT HH = HAND HOLD HDPE = HIGH DENSITY POLYETHYLENE IS = IRON SET INV = INVERT MNS = MAG NAIL SET PVC = POLYVINYL CHLORIDE PIPE RCP = REINFORCED CONCRETE PIPE O = SIGN SDMH = STORM DRAIN MANHOLE SSMH = SANITARY SEWER MANHOLE TR = TRANSFORMER TP = TELEPHONE PEDESTAL WM = WATER METER WV = WATER VALVE E = ELECTRIC LINE - = STORM DRAINAGE LINE s = SEWER LINE ooc3o00 = RIP RAP TMP 32-23E NORTH POINTE CHARLOTTESVILLE, LLC INST12020-17060 LOT 3 SECTION 1E SDMH 478.42 30"RCP IN=466.81 30"RCP OUT=466.76 I IN-468.121/8711 OUT-468.04 1 THE STREET ADDRESS FOR 32-23R2: NOT ASSIGNED / TMP 32-23R2 IS ZONED: PLANNED DEVELOPMENT MIXED COMMERCIAL TMP 32-23R2 IS IN THE RIVANNA MAGISTERIAL DISTRICT TMP 32-23R2 IS WITHIN NORTH FORK RIVANNA WATERSHED AND NOT IN THE WATER SUPPLY WATERSHED. THE SUBJECT PROPERTY HAS DIRECT ACCESS TO AND FROM A DULY DEDICATED AND ACCEPTED PUBLIC STREET OR HIGHWAY, "CLIFFSTONE BOULEVARD", "NORTHSIDE DRIVE" AND "THICKET RUN PLACE". THE TOTAL NUMBER OF STRIPED PARKING SPACES ON THE SUBJECT PROPERTY IS 0. THIS PARCEL LIES IN AN AREA DESIGNATED AS ZONE X (UNSHADED) (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON MAPS BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. MAP 51003CO145D DATED: FEBRUARY 4, 2005 SOME EASEMENTS OTHER THAN THOSE SHOWN HEREON MAY EXIST. I HEREBY CERTIFY THAT THIS ALTA SURVEY, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF, IS CORRECT AND COMPLIES WITH THE MINIMUM PROCEDURES AND STANDARDS ESTABLISHED BY THE VIRGINIA STATE BOARD OF ARCHITECTS, PROFESSIONAL ENGINEERS, LAND SURVEYORS, CERTIFIED LANDSCAPE ARCHITECTS AND INTERIOR DESIGNERS. THIS ALTA/NSPS LAND TITLE SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF CHRISTOPHER B. KEAN FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED ON SEPTEMBER 19, 2022 AND THAT THE FIELD VERIFIED PORTION OF THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. UTILITIES ARE LOCATED USING UTILITY COMPANY LOCATIONS, CITY/COUNTY UTILITY MAPS, AND FIELD VERIFICATION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THEY AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. MISS UTILITY TICKET B A213101410-00A WMO/ LEGAL DESCRIPTION ALL THAT CERTAIN TRACT OR PARCEL OF LAND, WITH IMPROVEMENTS THEREON AND APPURTENANCES THERETO SITUATED IN THE COUNTY OF ALBEMARLE, VIRGINIA, ON THE NORTHWESTERN SIDE OF STATE ROUTE 785, CONTAINING 10.88 ACRES, MORE OR LESS, AS SHOWN AS LOT 2 ON A PLAT BY TOWNES SITE ENGINEERING, DATED MAY 20, 2021 AND LAST REVISED AUGUST 12, 2021, AND RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA AS INSTRUMENT NUMBER 202200010324, SAID PROPERTY BEING MORE SPECIFICALLY DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF BEGINNING, AN IRON SET ON THE NORTHERN MARGIN OF THE THICKET RUN PLACE RIGHT OF WAY AND A CORNER WITH TAX MAP 32H PARCEL A2; THENCE WITH SAID RIGHT OF WAY SOUTH 51=06'16" WEST, A DISTANCE OF 395.64 FEET TO AN IRON SET AND THE BEGINNING OF A CURVE TANGENT TO SAID LINE; THENCE A DISTANCE OF 38.02 FEET ALONG THE CURVE CONCAVE TO THE NORTH, HAVING A RADIUS OF 25.00 FEET AND A DELTA OF 87=07'47" TO AN IRON SET ON THE EASTERN MARGIN OF THE NORTHSIDE DRIVE RIGHT OF WAY AND A POINT OF REVERSE CURVATURE; THENCE WITH SAID RIGHT OF WAY NORTHWESTERLY A DISTANCE OF 96.98 FEET ALONG THE ARC OF SAID CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 305.50 FEET AND A DELTA OF 18=11'16" TO AN IRON SET; THENCE NORTH 59=57'12" WEST TANGENT TO SAID CURVE, A DISTANCE OF 37.11 FEET TO AN IRON SET AND THE BEGINNING OF A CURVE TANGENT TO SAID LINE; THENCE NORTHWESTERLY A DISTANCE OF 251.57 FEET ALONG THE CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 519.50 FEET AND A DELTA OF 27=44'44" TO AN IRON SET; THENCE NORTH 32=12'29" WEST TANGENT TO SAID CURVE, A DISTANCE OF 461.35 FEET TO AN IRON SET AND THE BEGINNING OF A CURVE TANGENT TO SAID LINE; THENCE NORTHWESTERLY, NORTHERLY AND NORTHEASTERLY A DISTANCE OF 113.70 FEET ALONG THE CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 90.00 FEET AND A DELTA OF 72-23'02" TO AN IRON SET ON THE SOUTHERN MARGIN OF THE CLIFFSTONE BOULEVARD RIGHT OF WAY AND A POINT OF COMPOUND CURVATURE; THENCE WITH SAID RIGHT OF WAY NORTHEASTERLY AND EASTERLY A DISTANCE OF 340.37 FEET ALONG THE ARC OF SAID CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 554.50 FEET AND A DELTA OF 35=10'12" TO A MAG NAIL SET AND A CORNER WITH TAX MAP 32H PARCEL A2; THENCE LEAVING SAID RIGHT OF WAY AND WITH THE BOUNDARY OF TAX MAP 32H PARCEL A2 SOUTH 70-45'28" EAST A DISTANCE OF 84.30 FEET TO AN IRON SET; THENCE SOUTH 38=53'44" EAST, A DISTANCE OF 195.11 FEET TO AN IRON SET; THENCE SOUTH 64=10'38" EAST, A DISTANCE OF 191.22 FEET TO AN IRON SET; THENCE SOUTH 38-53'44" EAST, A DISTANCE OF 331.52 FEET TO AN IRON SET; THENCE SOUTH 21=40'44" WEST, A DISTANCE OF 113.97 FEET TO AN IRON SET; THENCE SOUTH 38=23'22" EAST, A DISTANCE OF 70.15 FEET TO THE POINT OF BEGINNING. CONTAINING 10.88 ACRES, MORE OR LESS. IT BEING PROPERTY CONVEYED TO NORTH POINTE CHARLOTTESVILLE, LLC, A VIRGINIA LIMITED LIABILITY COMPANY, BY DEED FROM VIOLET HILL ASSOCIATES, L.L.C., A VIRGINIA LIMITED LIABILITY COMPANY, DATED NOVEMBER 23, 2020. AND RECORDED NOVEMBER 24, 2020 IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA IN DEED BOOK 5432 AT PAGE 396. LINE ARC CHORD BEARING RADIUS DELTA CHORD TANGENT C1 38.02' N85=19'51"W 25.00' 87=07'47" 34.46' 23.78' C2 96.98' N50"51'35"W 305.50' 18=11'16" 96.57' 48.90' C3 251.57' N46=04'50"W 519.50, 27=44'44" 249.12' 128.30' C4 113.70' NO3=59'02"E 90.00, 72"23'02" 106.29' 65.85' C5 340.37' N57=45'39"E 554.50' 35=10'12" 335.05' 175.74' I I I I I D�'9p• •9SAg�' I 4'ofl9ip I O 192p49lk� y I IN=516.381SOUTHI OUT=511.521/73) CLIFFSTONE VICINITY MAP 1" = 2000' THE UNDERSIGNED, BEING A REGISTERED LAND SURVEYOR }/ OF THE COMMONWEALTH OF VIRGINIA, CERTIFIES TO: RIVER NORTH POINTE, LLC, A VIRGINIA LIMITED LIABILITY COMPANY IN=491.85(NORTH) OUT=487.19(/69) NORTH POINTE CHARLOTTESVILLE, LLC, A VIRGINIA LIMITED LIABILITY COMPANY FIDELITY NATIONAL TITLE INSURANCE COMPANY AND EACH OF THEIR RESPECTIVE SUCCESSORS AND ASSIGNS AS FOLLOWS THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1-4, VA), 7(131), 7(C) 8, 9, 10, 110 13, 14, 16, 17, 18 AND 19 OF TABLE A THEREOF. TV OF THE FIELD WORK WAS COMPLETED ON SEPTEMBER 19, 2022 oprr ��0 Ols t{� L I NC L N C,, DATE OF PLAT OCTOBER 20, 2022 SURVEYING IL� alip, CHRISTOPHER B. KEAN Innovation. Inte tY n . Vision. 9 LIC. NO. 2378 SURVEYOR'S SIGNATURE 632 B CIRCLE SCALE IN FEET CHRISTOPHER B. KEAN 10-20-2022 4 L O "9ND CHARLOTTESVILLE, CHARLOT VIRGINIA 22901 ICE.- 3E, OFFICE.- 434-974-1417 0 20 40 80 Sv www.lincolnsurveying.com REGISTRATION/LICENSE NUMBER: 2378 121009802-22293-A L T A. PR O 121- 0098-02